SELECTION OF DESIGN APPROACH FOR DESIGNING SPREAD FOUNDATONS IN OUR REGION ACCORDING TO EUROCODE 7

Jovan Branislav Papic, Verka Prolovic, Ljupco Dimitrievski

DOI Number
-
First page
11
Last page
23

Abstract


Abstract. The existing civil engineering standards for designing are to be replaced with a set of Eurocodes. Eurocode 7 is related to a geotechnical design, but its imple­men­ta­tion is difficult, due to different geological, geographical and climate conditions which lead to development of different local designing traditions all over Europe. In order to overcome them, Eurocode 7 offers three design approaches and sets of partial factors to be used within. After accepting it, each country has to declare on the selection of design approach according to which designing is going to be performed and to define appropriate partial factors. This paper presents metho­do­lo­gy for selection of appropriate design approach for spread foundations in our region where the process of introduction of Eurocodes is still active. The method based on keeping up with the similar designing procedure may also be used for other geotechnical structures.

Key words: Eurocode 7, geotechnical design, design approach, spread foundations

 


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References


P. Anagnosti: „Relacija Pravilnik o temeljenju – Evrokod 7, na primeru plitkog temeljenja”, Građevinski kalendar, 2002, str.415-424

C. Bauduin: „Some considerations on the use of finite element methods in ultimate limit state design”, Proceedings of the International Workshop on the Evaluation of Eurocode 7, 2005, pp.183-211

A. Bond, A. Harris: „Decoding Eurocode 7”, Taylor and Francis, Abingdon, 2008, 621p

Lj. Dimitrievski, M. Petrovska, Sl. Mickovski: „Nosivost na počvite za pravoagolni površinski temeli spored Eurocode 7 vo odnos na nekolku drugi konvencionalni metodi”, 6ti simpozium za teoretska i primeneta mehanika, Struga, 1998, str.199-206

Evrokod 0, Osnove proračuna konstrukcija, Građevinski fakultet Univerziteta u Beogradu, Beograd, 2006, 79p

Evrokod 7, Geotehnički proračun, Deo 1: Opšta pravila, Građevinski fakultet Univerziteta u Beogradu, Beograd, 2009, 163p

R. Frank: „General presentation of Eurocode 7 on ’Geotechnical design’”, International seminar on Eurocode 7 and geotechnical aspects of Eurocode 8, MAG-ISSMGE, Struga, 2008, pp.5-19

R. Frank, C. Bauduin, R. Driscoll, M. Kavvadas, N. Krebs Ovesen, T. Orr, B. Schuppener: „Designer’s guide to EN 1997-1“, Thomas Telford, London, 2004, 216p

„Guidance Paper L, Application and Use of Eurocodes”, European Commission, Directorate General, Brussels, 2003, 38p.

J. B. Hansen: „A general formula for bearing capacity”, Bulletin No.11, The Danish Geotechnical Institute, Copenhagen, 1961, pp.38-46

J. B. Hansen: „A revised and extended formula for bearing capacity”, Bulletin No.28, Danish Geotechnical Institute, Copenhagen, 1970, pp.5-11

P. Koudelka: „National Annex EC7-1”, Draft, Czech standards, 2005

P. Koudelka: „Prospects of design analyses in geotechnics”, Proceedings of the 14th Danube-European Conference on Geotechnical Engineering, Bratislava, 2010

M. Maksimović: „Mehanika tla”, Čigoja štampa, Beograd, 2001, 643str.

G.G. Meyerhof: „Evolution of safety factors and geotechnical limit state design”, The Second Spencer J. Buchanan Lecture, Texas, 1994, 32p.

T. Orr: „Experiences with the Implementation of Eurocode 7 in Europe”, Workshop: Safety Concepts and Calibration of Partial Factos in European and North American Codes of Practice, Delft, 2011

T.L.L. Orr: „The Story of Eurocode 7: The challenges in developing a European Geotechnical limit state design code for the Eurocode Era”, Special Session: In the spirit of Krebs Ovesen, XIV ECSMGE, Madrid, 2007

J. Br. Papić: „Simplification of soil bearing capacity calculation”, XIV ECSMGE, Madrid, 2007, pp.275-278

J. Br. Papić, Lj. Dimitrievski, V. Prolović: „Ko se boji Evrokoda 7 još?”, 4. naučno-stručno savetovanje „Geotehnički aspekti građevinarstva”, Zlatibor, 2011, str.9-16

Pravilnik o tehničkim normativima za temeljenje građevinskih objekata, Službeni list SFRJ, br.15/90, Beograd, 1990, str.653-667

V. Prolović, Z. Bonić: „Plitko temeljenje objekata prema Evrokodu 7”, Zbornik radova Građevinsko-arhitektonskog fakulteta u Nišu, No.20, pp.55-62

B. Schuppener: „Eurocode 7: Geotechnical design – Part 1: General rules – its implementation in the European Member states”, XIV ECSMGE, Vol. II, Madrid, 2007, pp.279-289

B. Schuppener, A. Anagnostopoulos, W.-R. Linder: „European Geotechnical Standards”, International seminar on EC 7 and geotechnical aspects of EC 8, MAG-ISSMGE, Struga, 2008, pp.166-181

B. Simpson: „Geotechnical Eurocodes – preparing for impact“, BGA, 2007

B. Simpson, P. Morrison, S. Yasuda, B. Townsend, G. Gazetas: „State of the art report: Analysis and design”, 17th ICSMGE, Alexandria, 2009, pp.2873-2929

C. Smith, M. Gilbert: „Ultimate Limit State design to Eurocode 7 using numerical methods; Part I: methodology and theory“, Ground Engineering, UK, 2011

N. Vogt, B. Schuppener, A. Weissenbach: „Implementation of Eurocode 7-1 in Germany – selection of design approach and values of partial factors”, 11th Baltic Sea Geotechnical Conference, Gdansk, 2008


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